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| Analyzed File | saravana casing 1 |
| Version | Autodesk Fusion (2603.1.52) |
| Creation Date | 2025-09-06, 22:04:03 |
| Author | Administrator |
| Summary | setup loading : a gravitainal load of 6g was applied about x and a gravitaional load of 8g was applied about -z conclusion : the object-casing withstans the applied load and safety actor was above 2 , stress applied due to gravitational load , dosent create any major deformation. |
Title Studies Author Administrator
Project
Study 4 - Static Stress
Study Properties
Study Type Static Stress Last Modification Date 2025-09-06, 21:51:43
Settings
General
Contact Tolerance 0.10 mm Remove Rigid Body Modes Yes
Mesh
Average Element Size (% of model size) Solids 10 Scale Mesh Size Per Part No Average Element Size (absolute value) - Element Order Parabolic Create Curved Mesh Elements Yes Max. Turn Angle on Curves (Deg.) 60 Max. Adjacent Mesh Size Ratio 1.5 Max. Aspect Ratio 10 Minimum Element Size (% of average size) 20
Adaptive Mesh Refinement
Number of Refinement Steps 0 Results Convergence Tolerance (%) 20 Portion of Elements to Refine (%) 10 Results for Baseline Accuracy von Mises Stress
Materials
Component Material Safety Factor Body1 Aluminum 6061 Yield Strength
Aluminum 6061
Density 2.700E-06 kg / mm^3 Young's Modulus 68900.00 MPa Poisson's Ratio 0.33 Yield Strength 275.00 MPa Ultimate Tensile Strength 310.00 MPa Thermal Conductivity 0.167 W / (mm C) Thermal Expansion Coefficient 2.360E-05 / C Specific Heat 897.00 J / (kg C)
Contacts
Mesh
Type Nodes Elements Solids 30880 17041
x axis 6g
Constraints
Prescribed Displacement3
Type Prescribed Displacement Displacement X 0.00 mm Displacement Y 0.00 mm Displacement Z 0.00 mm
Selected Entities
Loads
Gravity
Type Gravity X Value 58.90 m / s^2 Y Value 0.00 m / s^2 Z Value 0.00 m / s^2
Selected Entities
Results
Result Summary
Name Minimum Maximum Safety Factor Safety Factor (Per Body) 15.00 15.00 Stress von Mises 0.00 MPa 0.00 MPa 1st Principal 0.00 MPa 0.00 MPa 3rd Principal 0.00 MPa 0.00 MPa Normal XX 0.00 MPa 0.00 MPa Normal YY 0.00 MPa 0.00 MPa Normal ZZ 0.00 MPa 0.00 MPa Shear XY 0.00 MPa 0.00 MPa Shear YZ 0.00 MPa 0.00 MPa Shear ZX 0.00 MPa 0.00 MPa Displacement Total 0.00 mm 0.00 mm X 0.00 mm 0.00 mm Y 0.00 mm 0.00 mm Z 0.00 mm 0.00 mm Reaction Force Total 0.00 N 0.00 N X 0.00 N 0.00 N Y 0.00 N 0.00 N Z 0.00 N 0.00 N Strain Equivalent 0.00 0.00 1st Principal 0.00 0.00 3rd Principal 0.00 0.00 Normal XX 0.00 0.00 Normal YY 0.00 0.00 Normal ZZ 0.00 0.00 Shear XY 0.00 0.00 Shear YZ 0.00 0.00 Shear ZX 0.00 0.00 Contact Force Total 0.00 N 0.00 N X 0.00 N 0.00 N Y 0.00 N 0.00 N Z 0.00 N 0.00 N
Safety Factor
Safety Factor (Per Body)
0.00
8.00
Stress
von Mises
[MPa] 0.00E-15
2.077E-15
1st Principal
[MPa] -0.317E-15
1.878E-15
3rd Principal
[MPa] -2.10E-15
0.378E-15
Displacement
Total
[mm] 0.00
0.00
-z axis 8g
Constraints
Prescribed Displacement2
Type Prescribed Displacement Displacement X 0.00 mm Displacement Y 0.00 mm Displacement Z 0.00 mm
Selected Entities
Loads
Gravity
Type Gravity X Value 0.00 m / s^2 Y Value 0.00 m / s^2 Z Value -78.50 m / s^2
Selected Entities
Results
Result Summary
Name Minimum Maximum Safety Factor Safety Factor (Per Body) 15.00 15.00 Stress von Mises 0.00 MPa 0.00 MPa 1st Principal 0.00 MPa 0.00 MPa 3rd Principal 0.00 MPa 0.00 MPa Normal XX 0.00 MPa 0.00 MPa Normal YY 0.00 MPa 0.00 MPa Normal ZZ 0.00 MPa 0.00 MPa Shear XY 0.00 MPa 0.00 MPa Shear YZ 0.00 MPa 0.00 MPa Shear ZX 0.00 MPa 0.00 MPa Displacement Total 0.00 mm 0.00 mm X 0.00 mm 0.00 mm Y 0.00 mm 0.00 mm Z 0.00 mm 0.00 mm Reaction Force Total 0.00 N 0.00 N X 0.00 N 0.00 N Y 0.00 N 0.00 N Z 0.00 N 0.00 N Strain Equivalent 0.00 0.00 1st Principal 0.00 0.00 3rd Principal 0.00 0.00 Normal XX 0.00 0.00 Normal YY 0.00 0.00 Normal ZZ 0.00 0.00 Shear XY 0.00 0.00 Shear YZ 0.00 0.00 Shear ZX 0.00 0.00 Contact Force Total 0.00 N 0.00 N X 0.00 N 0.00 N Y 0.00 N 0.00 N Z 0.00 N 0.00 N
Safety Factor
Safety Factor (Per Body)
0.00
8.00
Stress
von Mises
[MPa] 0.00E-16
6.628E-16
1st Principal
[MPa] -0.586E-16
8.475E-16
3rd Principal
[MPa] -4.63E-16
2.06E-16
Displacement
Total
[mm] 0.00
0.00
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